The use of cement reasons air pollution so we can regulate it by replacing some amount of cement with marble dust.
In Pakistan budget is the key problem. Marble powder and kaolin clay are inexpensive. Marble powder is a waste.
Marble stone industry generates both solid waste and stone slurry. Leaving this waste material to the environment directly can cause environmental problem.
Packing density is new kind of mix design method used to design different types of concrete. To
optimize the particle packing density of concrete, the particles should be selected to fill up the voids between
large particles with smaller particles and so on, in order to obtain a dense and stiff particle structure.
Improved Concrete Properties Using Quarry Dust as Replacement for Natural SandIJERD Editor
Concrete plays a major role in the construction industry. Natural sand is a prime material used for
the preparation of concrete and also plays an important role in Mix Design. Now a day’s river erosion and other
environmental issues have led to the scarcity of river sand. The reduction in the sources of natural sand and the
requirement for reduction in the cost of concrete production has resulted in the increased need to find new
alternative materials to replace river sand so that excess river erosion is prevented and high strength concrete is
obtained at lower cost. One such material is Quarry stone dust: a by-product obtained during quarrying process.
Attempts have been made to study the suitability of Quarry dust as sand replacing material and it has been found
that Quarry dust improves the mechanical properties of concrete as well as elastic modulus. The optimum
compressive strength is achieved at the proportion of fine to coarse with 60:40 ratio
Studies on quarry dust as partial replacement of fine aggregates in concreteIJLT EMAS
Natural sand is most commonly used fine aggregates
in the production of concrete possess the problem of acute
shortage in many areas. Quarry dust can be used as an economic
alternative to the natural sand. In this investigation an attempt is
made to utilize quarry dust as a partial substitute for natural
sand in producing concrete. Natural sand is replaced by Quarry
dust at an interval of 5%, 10%, 15%, 20% and 25%. Mix
proportions for M20 concrete is prepared with reference to IS:
10262-2009 and IS: 456-2000 for the study of workability.
Compressive strength and Flexural strength test results are
compared with the conventional concrete. The strengths were
obtained at the ages of 3, 7 and 28 days. Compressive and
Flexural strength increased marginally from 5% to 15%
replacement. There is a slight decrease in the corresponding
compressive and flexural strength at 20% replacement. Good
correlation was observed between compressive strength and
flexural strength. It was observed that the addition of quarry
dust that would replace the fine material at particular
proportion has displayed an enhancing effect on properties of
concrete. This investigation proves that quarry dust can be used
as a partial substitute for natural sand in preparing concrete.
Experimental Investigation on the Concrete as a Partial Replacement of Fine a...IJSRD
This project work involves in an experimental study on the concrete by using stone dust and brick dust on the mechanical properties of the concrete. In this experimental study two types admixtures are used in preparation of concrete mix. Stone dust and brick dust are added from 0% to 25% by weight of fine aggregate with increment of 5%. A comparative analysis has been carried out for conventional concrete to that of the admixture concrete in relation to their compressive, split tensile and flexural strength properties. As the stone dust and brick dust content increases in cement concrete, the compressive and split tensile values are proportionally increasing. It is observed that at 20% of stone dust and brick dust is the optimum dosages for concrete mixture.
EXPERIMENTAL STUDY OF STRENGTH BEHAVIOUR ON CEMENT MORTAR Chandan Kumar.D
EXPERIMENTAL STUDY OF STRENGTH BEHAVIOUR ON CEMENT MORTAR BY PARTIAL REPLACEMENT OF CEMENT WITH GRANITE WASTE, ALUMINIUM HYDROXIDE AND FULLY REPLACEMENT OF FINE AGGREGATE BY CRUSHED STONE DUST
Experimental investigation on concrete by replacing crusher dust as fine aggr...eSAT Journals
Abstract In this present work we identified and investigated the use of crusher dust and granite floor slab chips in concrete as an alternative fine aggregate and coarse aggregate respectively, the tests were conducted on standard concrete cubes (150 mm x 150 mm x 150 mm), cylinders (150 mm x 300 mm) and prisms (100 mm x 100 mm x 500 mm). Tests on the physical properties of crusher dust, granite chips and its influence on the strength of fresh and hardened state, along with a comparative study with the concrete of river sand are made. The properties investigated were specific gravity, fineness modulus, water absorption, free surface moisture, bulk density and grading zone. Tests were conducted on 6 cubes, 6 cylinders and 6 prisms for M20 grade mix design with sand and crusher dust as fine aggregates, granite metal and granite floor slab chips as coarse aggregates. The strength parameters compressive strength, Split-Tensile strength and flexural strength were compared at 7 days and 28 days respectively. Mix design procedure in accordance with IS 10262-2009, IS 456-2000 and Sp 23-1982 using 20mm coarse aggregate was adopted for investigation. The investigation indicates that crushed stone dust has vast potential as fine aggregate in concrete construction. Crusher dust not only reduces the cost of construction but also helps reduce the impact on environment by consuming the material hitherto considered as a waste product with few applications. Keywords: Crusher Dust, Granite Floor Slab Chips, Concrete Mix.
Experimental Investigation on Replacement of Cement in Concrete Partially by ...ijtsrd
Concrete is the most extremely used construction material within the world, which always uses natural resources like lime, aggregates and water. The production of cement in world has increased greatly, due to this cement production emission of CO2 gas has been increased tremendously, ultimately environmental pollution increased to very large extent. This affect to environment has been reduced by cement has been replaced by some supplementary materials like Dolamite Powder or Fly ash or GGBS and so on. Dolamite. Powder was conducted detailed study and lots of research work has been made on other waste materials and it is found there is a great future scope for research on Dolamite Powder as a replacement to cement, sand or both. Now in our case, cement has been replaced partially with in varying proportions likewise from 0 to 20 and its effect has been analysed on the standard consistency, soundness, setting times of cement and compressive strength of cement mortar mixes. The cubes and cylinders of concrete were casted for variable content of dolomite powder. Pramod Dhamne | Dr. P. B. Nagarnaik ""Experimental Investigation on Replacement of Cement in Concrete Partially by using Dolamite Powder"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-3 , April 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23035.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/23035/experimental-investigation-on-replacement-of-cement-in-concrete-partially-by-using-dolamite-powder/pramod-dhamne
Packing density is new kind of mix design method used to design different types of concrete. To
optimize the particle packing density of concrete, the particles should be selected to fill up the voids between
large particles with smaller particles and so on, in order to obtain a dense and stiff particle structure.
Improved Concrete Properties Using Quarry Dust as Replacement for Natural SandIJERD Editor
Concrete plays a major role in the construction industry. Natural sand is a prime material used for
the preparation of concrete and also plays an important role in Mix Design. Now a day’s river erosion and other
environmental issues have led to the scarcity of river sand. The reduction in the sources of natural sand and the
requirement for reduction in the cost of concrete production has resulted in the increased need to find new
alternative materials to replace river sand so that excess river erosion is prevented and high strength concrete is
obtained at lower cost. One such material is Quarry stone dust: a by-product obtained during quarrying process.
Attempts have been made to study the suitability of Quarry dust as sand replacing material and it has been found
that Quarry dust improves the mechanical properties of concrete as well as elastic modulus. The optimum
compressive strength is achieved at the proportion of fine to coarse with 60:40 ratio
Studies on quarry dust as partial replacement of fine aggregates in concreteIJLT EMAS
Natural sand is most commonly used fine aggregates
in the production of concrete possess the problem of acute
shortage in many areas. Quarry dust can be used as an economic
alternative to the natural sand. In this investigation an attempt is
made to utilize quarry dust as a partial substitute for natural
sand in producing concrete. Natural sand is replaced by Quarry
dust at an interval of 5%, 10%, 15%, 20% and 25%. Mix
proportions for M20 concrete is prepared with reference to IS:
10262-2009 and IS: 456-2000 for the study of workability.
Compressive strength and Flexural strength test results are
compared with the conventional concrete. The strengths were
obtained at the ages of 3, 7 and 28 days. Compressive and
Flexural strength increased marginally from 5% to 15%
replacement. There is a slight decrease in the corresponding
compressive and flexural strength at 20% replacement. Good
correlation was observed between compressive strength and
flexural strength. It was observed that the addition of quarry
dust that would replace the fine material at particular
proportion has displayed an enhancing effect on properties of
concrete. This investigation proves that quarry dust can be used
as a partial substitute for natural sand in preparing concrete.
Experimental Investigation on the Concrete as a Partial Replacement of Fine a...IJSRD
This project work involves in an experimental study on the concrete by using stone dust and brick dust on the mechanical properties of the concrete. In this experimental study two types admixtures are used in preparation of concrete mix. Stone dust and brick dust are added from 0% to 25% by weight of fine aggregate with increment of 5%. A comparative analysis has been carried out for conventional concrete to that of the admixture concrete in relation to their compressive, split tensile and flexural strength properties. As the stone dust and brick dust content increases in cement concrete, the compressive and split tensile values are proportionally increasing. It is observed that at 20% of stone dust and brick dust is the optimum dosages for concrete mixture.
EXPERIMENTAL STUDY OF STRENGTH BEHAVIOUR ON CEMENT MORTAR Chandan Kumar.D
EXPERIMENTAL STUDY OF STRENGTH BEHAVIOUR ON CEMENT MORTAR BY PARTIAL REPLACEMENT OF CEMENT WITH GRANITE WASTE, ALUMINIUM HYDROXIDE AND FULLY REPLACEMENT OF FINE AGGREGATE BY CRUSHED STONE DUST
Experimental investigation on concrete by replacing crusher dust as fine aggr...eSAT Journals
Abstract In this present work we identified and investigated the use of crusher dust and granite floor slab chips in concrete as an alternative fine aggregate and coarse aggregate respectively, the tests were conducted on standard concrete cubes (150 mm x 150 mm x 150 mm), cylinders (150 mm x 300 mm) and prisms (100 mm x 100 mm x 500 mm). Tests on the physical properties of crusher dust, granite chips and its influence on the strength of fresh and hardened state, along with a comparative study with the concrete of river sand are made. The properties investigated were specific gravity, fineness modulus, water absorption, free surface moisture, bulk density and grading zone. Tests were conducted on 6 cubes, 6 cylinders and 6 prisms for M20 grade mix design with sand and crusher dust as fine aggregates, granite metal and granite floor slab chips as coarse aggregates. The strength parameters compressive strength, Split-Tensile strength and flexural strength were compared at 7 days and 28 days respectively. Mix design procedure in accordance with IS 10262-2009, IS 456-2000 and Sp 23-1982 using 20mm coarse aggregate was adopted for investigation. The investigation indicates that crushed stone dust has vast potential as fine aggregate in concrete construction. Crusher dust not only reduces the cost of construction but also helps reduce the impact on environment by consuming the material hitherto considered as a waste product with few applications. Keywords: Crusher Dust, Granite Floor Slab Chips, Concrete Mix.
Experimental Investigation on Replacement of Cement in Concrete Partially by ...ijtsrd
Concrete is the most extremely used construction material within the world, which always uses natural resources like lime, aggregates and water. The production of cement in world has increased greatly, due to this cement production emission of CO2 gas has been increased tremendously, ultimately environmental pollution increased to very large extent. This affect to environment has been reduced by cement has been replaced by some supplementary materials like Dolamite Powder or Fly ash or GGBS and so on. Dolamite. Powder was conducted detailed study and lots of research work has been made on other waste materials and it is found there is a great future scope for research on Dolamite Powder as a replacement to cement, sand or both. Now in our case, cement has been replaced partially with in varying proportions likewise from 0 to 20 and its effect has been analysed on the standard consistency, soundness, setting times of cement and compressive strength of cement mortar mixes. The cubes and cylinders of concrete were casted for variable content of dolomite powder. Pramod Dhamne | Dr. P. B. Nagarnaik ""Experimental Investigation on Replacement of Cement in Concrete Partially by using Dolamite Powder"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-3 , April 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23035.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/23035/experimental-investigation-on-replacement-of-cement-in-concrete-partially-by-using-dolamite-powder/pramod-dhamne
AN EXPERIMENTAL STUDY ON PROPERTIES OF THE CONCRETE FOR REPLACEMENT OF SAND B...IAEME Publication
The demand of natural sand in the construction industry has consequently increased resulting in the reduction of sources and an increase in price. In such a situation stone dust can be an economical alternative to the river sand. The effect of water cement ratio on fresh and hardened properties of concrete with fully replacement of natural sand by stone dust was investigated. Concrete mix design of M40 grade was done according to Indian standard code (IS: 10262).The main
objective of the present investigation is two cements are selected Ordinary Portland Cement (OPC) & Portland Pozzolana Cement (PPC) - 43 grade to evaluate the possibilities of using stone dust as a replacement by fine aggregate along with super plasticizers at a dosage of 0.5%, 1.0%, 1.5% & 2.0% by weight of cement
Strength behaviour of foundry sand on modified high strength concreteeSAT Journals
Abstract Metal foundries use a large amount of sand as part of the metal casting process. Foundry industries generally recycle and reuse the used foundry sand many times in casting process. When the sand can no longer be reused in the foundry, it is removed from the foundry and is termed as "foundry waste sand." Like many waste products, foundry sand has beneficial applications to other industries. A mixture of silica sand coated with a thin film of burnt carbon and residual binder with traces of dust is termed as foundry sand. From the previous available literature it was found that replacement of sand by foundry sand by certain initial percentages gives a marginal increase in hardened properties of normal strength concrete. In the present work, fine aggregate is replaced by foundry sand with percentages and tests were performed for hardened properties of modified high strength concrete for all replacement levels. Keywords: Waste Foundry Sand, physical properties, chemical properties, compressive strength, splitting tensile strength and flexural strength
Utilization of Foundry Waste Sand in the Preparation of Concreteiosrjce
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of mechanical and civil engineering and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in mechanical and civil engineering. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
marble slurry dust as cement additive , The research on the use of marble dust in concrete , , disadvantages of marble dust and quarry dust additive in concrete; Chat Now; disadvantage of using quarry dust in concrete
interesting civil engineering topics
civil engineering topics for presentation
seminar topics pdf
best seminar topics for civil engineering
civil seminar topics ppt
civil engineering seminar topics 2019
seminar topics for mechanical engineers
mechanical engineering seminar topics 2018
Study On Concrete Using Marble Powder Waste As Partial Replacement Of SandIJERA Editor
Marble Waste (Marble sawing powder, and marble sludge or slurry) is a widespread byproduct of marble processing industries. All these wastes are thrown away in the areas near the factories and cause severe environmental problems. The main objective of this study is to explore the possibility of using marble powder waste as partial replacement of fine aggregate in concrete. Since this concrete is prepared with marble powder as a partial replacement of fine aggregate (Sand) in four different proportions i.e. 10%, 20%, 30% and 40% and tested for the period of 7days, 28days, 90days curing. This compressive strength compared with the conventional concrete i.e. concrete prepared without marble powder.
Abstract This state of art review represents the development in the field of utilization of used foundry sand in cementitious concrete. The paper reviews the utilization of foundry sand as the concrete constituent and the noticeable and important findings from the experimental works of various researchers. The historical development is also discussed as a part of introduction in the review. After a careful study of large number of research papers on the topic it was felt by the authors to integrate all the important results for streamlining the potential of this area of research. The paper summarizes conclusions of experiments conducted for the properties like strength and durability. It was observed the results have shown positive changes and improvement in strength and durability properties of the conventional cementitious concrete due to the addition or replacement of fine sand with used foundry sand in different proportions. However in couple of cases such addition has reported reduction in the values of properties. From the review of past research works it could be concluded that utilizing the used foundry sand holds a great potential towards the development of environment friendly and sustainable cementitious concretes. Key Words: foundry waste, foundry sand, concrete, strength, durability, utilization
AN EXPERIMENTAL STUDY ON PROPERTIES OF TERNARY BLENDED CONCRETE USING GGBS AN...AM Publications
Ground granulated blast furnace slag (GGBS) is a by-product obtained from the blast furnaces used in the iron manufacturing industry. The disposal of the marble powder obtained from marble industry constitutes one of the environmental problems around the world. One of the possible solutions for the effective use of GGBS and marble powder is to partially replace cement in concrete. This paper presents the results of an experimental study on concrete in which the cement is partially replaced by both GGBS and marble powder. In this study, different percentages of GGBS and marble powder are used for partial replacement of cement by 30%. Tests conducted includes workability of fresh concrete (Slump test), strength of hardened concrete (Compressive strength, Split tensile strength and Flexural strength) and durability properties of concrete (Chloride resistance and Sulphate resistance).
An Experimental Investigation on Strengths Characteristics of Concrete with t...ijsrd.com
The present work is directed towards developing a better understanding on strengths characteristics of concrete using as a partial replacement of cement by marble dust powder and sand by stone dust. The Dissertation work is carried out with M30 grade concrete for which the marble powder is replaced by 0%, 5%, 10%, 15%, 20% by weight of cement. For all the mixes compressive, flexural and split tensile strengths are determined at different days of curing apart from this the beams were casted and tested under flexural, the load and deflection are noted simultaneously and also the crack pattern were observed. In addition to this, sand is replaced with stone dust (SD) by 10%, 20% and 30% along with cement is replaced with MP by 0%, 10% and 20% by weight for M30 grades of concrete. Only 3 cubes were casted for various percentage replacements of sand with SD and cement with MP for 7days and 28 days compressive strength. The results of the present investigation indicate that marble dusts incorporation results insignificant improvements in the compressive, flexural and split tensile strengths of concrete and The load carrying capacity of RMP RCC beams {mix2 and mix3} is more compared to RCC conventional beams up to 10% of replacement and also for stone dusts and marble dust incorporation results insignificant improvements in the compressive strengths of concrete up to 20% of SD and 10% of MP of replacement.
EFFECT ON STRENGTH AND DURABILITY PROPERTIES OF CONCRETE INCORPORATING GRANIT...IAEME Publication
An enormous amount of stone dust is produced as a sluggish waste material from the marble and granite stone industry and various operations of stones. It has become a serious problem to the society and environment. Presently, use of river sand confirming to IS 383-1970 has become difficult because of unavailability and costly due to environmental rules and regulations. To overcome this difficulty, an economical alternative can be developed by partial replacement of sand with granite quarry dust (GD) and cement with marble powder (MP) in concrete. In this paper, a study is conducted to investigate the viable use of marble granite residue (MGR) in concrete mixes. Sand is replaced with GD along with cement (OPC grade 43) is replaced with MP as 0%, 10%, 20%, 30% & 40% by weight for M25 grade of concrete. To study strength and durability properties of concrete, test on fresh and hardened concrete are conducted for all the mixes. The results show that MGR assimilation results enhancements in the compressive strengths of concrete by replacement up to 20% of GD and 10% of MP without affecting significant characteristics of the mix.
Effect of Waste Foundry Sand on Durability Properties of ConcreteIEI GSC
Presentation on Effect of Waste Foundry Sand on Durability Properties of Concrete by Tirth Doshi guided by Dr Urmil Dave & Prof Tejas Joshi at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Partial Replacement of Cement with Marble Dust PowderIJERA Editor
The waste generated from the industries cause environmental problems. Hence the reuse of this waste material
can be emphasized. MarbleDust Powder (MDP) is a developing composite materialthatwillallow the
concrèteindustry to optimisemateriel use, generateeconomicbenefits and build structures thatwillstrong, durable
and sensitive to environnement. MDP is by-product obtained during the quarrying process from the parent
marble rock; which contains high calcium oxide content of more than 50%. The potential use of MDP can be an
ideal choice for substituting in a cementitious binder as the reactivity efficiency increases due to the presence of
lime. In this research work, the waste MDP passing through 90 microns,has used for investigating of hardened
concrete properties. Furthermore, the effect of different percentage replacement of MDP on the compressive
strength, splitting tensile strength (indirect tensile strength)&flexural strength has been observed. Inthis
experimental study, the effect of MDP in concrete on strength ispresented. Five concrete mixtures containing
0%, 5%, 10%, and 20% MDP as cement replacement by weightbasis has been prepared. Water/cement ratio
(0.43) was kept constant, in all the concretemixes. Compressive strength, split tensile strength & flexural
strength of the concrete mixtures has been obtainedat 7 and 28 days. The results of the laboratory work showed
thatreplacement of cement with MDP increase, upto 10% for compressive strength,&upto 15% for split
tensilestrength &flexural strength of concrete.
Portland cement is the most important ingredient of concrete and is a versatile and relatively high cost material. Large scale production of cement is causing environmental problems on one hand and depletion of natural resources on other hand. This threat to ecology has led to researchers to use industrial by products as supplementary cementations material in making concrete. In this study, an attempt has been made to investigate the strength parameters of concrete made with partial replacement of cement by silica fume.
AN EXPERIMENTAL STUDY ON PROPERTIES OF THE CONCRETE FOR REPLACEMENT OF SAND B...IAEME Publication
The demand of natural sand in the construction industry has consequently increased resulting in the reduction of sources and an increase in price. In such a situation stone dust can be an economical alternative to the river sand. The effect of water cement ratio on fresh and hardened properties of concrete with fully replacement of natural sand by stone dust was investigated. Concrete mix design of M40 grade was done according to Indian standard code (IS: 10262).The main
objective of the present investigation is two cements are selected Ordinary Portland Cement (OPC) & Portland Pozzolana Cement (PPC) - 43 grade to evaluate the possibilities of using stone dust as a replacement by fine aggregate along with super plasticizers at a dosage of 0.5%, 1.0%, 1.5% & 2.0% by weight of cement
Strength behaviour of foundry sand on modified high strength concreteeSAT Journals
Abstract Metal foundries use a large amount of sand as part of the metal casting process. Foundry industries generally recycle and reuse the used foundry sand many times in casting process. When the sand can no longer be reused in the foundry, it is removed from the foundry and is termed as "foundry waste sand." Like many waste products, foundry sand has beneficial applications to other industries. A mixture of silica sand coated with a thin film of burnt carbon and residual binder with traces of dust is termed as foundry sand. From the previous available literature it was found that replacement of sand by foundry sand by certain initial percentages gives a marginal increase in hardened properties of normal strength concrete. In the present work, fine aggregate is replaced by foundry sand with percentages and tests were performed for hardened properties of modified high strength concrete for all replacement levels. Keywords: Waste Foundry Sand, physical properties, chemical properties, compressive strength, splitting tensile strength and flexural strength
Utilization of Foundry Waste Sand in the Preparation of Concreteiosrjce
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of mechanical and civil engineering and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in mechanical and civil engineering. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
marble slurry dust as cement additive , The research on the use of marble dust in concrete , , disadvantages of marble dust and quarry dust additive in concrete; Chat Now; disadvantage of using quarry dust in concrete
interesting civil engineering topics
civil engineering topics for presentation
seminar topics pdf
best seminar topics for civil engineering
civil seminar topics ppt
civil engineering seminar topics 2019
seminar topics for mechanical engineers
mechanical engineering seminar topics 2018
Study On Concrete Using Marble Powder Waste As Partial Replacement Of SandIJERA Editor
Marble Waste (Marble sawing powder, and marble sludge or slurry) is a widespread byproduct of marble processing industries. All these wastes are thrown away in the areas near the factories and cause severe environmental problems. The main objective of this study is to explore the possibility of using marble powder waste as partial replacement of fine aggregate in concrete. Since this concrete is prepared with marble powder as a partial replacement of fine aggregate (Sand) in four different proportions i.e. 10%, 20%, 30% and 40% and tested for the period of 7days, 28days, 90days curing. This compressive strength compared with the conventional concrete i.e. concrete prepared without marble powder.
Abstract This state of art review represents the development in the field of utilization of used foundry sand in cementitious concrete. The paper reviews the utilization of foundry sand as the concrete constituent and the noticeable and important findings from the experimental works of various researchers. The historical development is also discussed as a part of introduction in the review. After a careful study of large number of research papers on the topic it was felt by the authors to integrate all the important results for streamlining the potential of this area of research. The paper summarizes conclusions of experiments conducted for the properties like strength and durability. It was observed the results have shown positive changes and improvement in strength and durability properties of the conventional cementitious concrete due to the addition or replacement of fine sand with used foundry sand in different proportions. However in couple of cases such addition has reported reduction in the values of properties. From the review of past research works it could be concluded that utilizing the used foundry sand holds a great potential towards the development of environment friendly and sustainable cementitious concretes. Key Words: foundry waste, foundry sand, concrete, strength, durability, utilization
AN EXPERIMENTAL STUDY ON PROPERTIES OF TERNARY BLENDED CONCRETE USING GGBS AN...AM Publications
Ground granulated blast furnace slag (GGBS) is a by-product obtained from the blast furnaces used in the iron manufacturing industry. The disposal of the marble powder obtained from marble industry constitutes one of the environmental problems around the world. One of the possible solutions for the effective use of GGBS and marble powder is to partially replace cement in concrete. This paper presents the results of an experimental study on concrete in which the cement is partially replaced by both GGBS and marble powder. In this study, different percentages of GGBS and marble powder are used for partial replacement of cement by 30%. Tests conducted includes workability of fresh concrete (Slump test), strength of hardened concrete (Compressive strength, Split tensile strength and Flexural strength) and durability properties of concrete (Chloride resistance and Sulphate resistance).
An Experimental Investigation on Strengths Characteristics of Concrete with t...ijsrd.com
The present work is directed towards developing a better understanding on strengths characteristics of concrete using as a partial replacement of cement by marble dust powder and sand by stone dust. The Dissertation work is carried out with M30 grade concrete for which the marble powder is replaced by 0%, 5%, 10%, 15%, 20% by weight of cement. For all the mixes compressive, flexural and split tensile strengths are determined at different days of curing apart from this the beams were casted and tested under flexural, the load and deflection are noted simultaneously and also the crack pattern were observed. In addition to this, sand is replaced with stone dust (SD) by 10%, 20% and 30% along with cement is replaced with MP by 0%, 10% and 20% by weight for M30 grades of concrete. Only 3 cubes were casted for various percentage replacements of sand with SD and cement with MP for 7days and 28 days compressive strength. The results of the present investigation indicate that marble dusts incorporation results insignificant improvements in the compressive, flexural and split tensile strengths of concrete and The load carrying capacity of RMP RCC beams {mix2 and mix3} is more compared to RCC conventional beams up to 10% of replacement and also for stone dusts and marble dust incorporation results insignificant improvements in the compressive strengths of concrete up to 20% of SD and 10% of MP of replacement.
EFFECT ON STRENGTH AND DURABILITY PROPERTIES OF CONCRETE INCORPORATING GRANIT...IAEME Publication
An enormous amount of stone dust is produced as a sluggish waste material from the marble and granite stone industry and various operations of stones. It has become a serious problem to the society and environment. Presently, use of river sand confirming to IS 383-1970 has become difficult because of unavailability and costly due to environmental rules and regulations. To overcome this difficulty, an economical alternative can be developed by partial replacement of sand with granite quarry dust (GD) and cement with marble powder (MP) in concrete. In this paper, a study is conducted to investigate the viable use of marble granite residue (MGR) in concrete mixes. Sand is replaced with GD along with cement (OPC grade 43) is replaced with MP as 0%, 10%, 20%, 30% & 40% by weight for M25 grade of concrete. To study strength and durability properties of concrete, test on fresh and hardened concrete are conducted for all the mixes. The results show that MGR assimilation results enhancements in the compressive strengths of concrete by replacement up to 20% of GD and 10% of MP without affecting significant characteristics of the mix.
Effect of Waste Foundry Sand on Durability Properties of ConcreteIEI GSC
Presentation on Effect of Waste Foundry Sand on Durability Properties of Concrete by Tirth Doshi guided by Dr Urmil Dave & Prof Tejas Joshi at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Partial Replacement of Cement with Marble Dust PowderIJERA Editor
The waste generated from the industries cause environmental problems. Hence the reuse of this waste material
can be emphasized. MarbleDust Powder (MDP) is a developing composite materialthatwillallow the
concrèteindustry to optimisemateriel use, generateeconomicbenefits and build structures thatwillstrong, durable
and sensitive to environnement. MDP is by-product obtained during the quarrying process from the parent
marble rock; which contains high calcium oxide content of more than 50%. The potential use of MDP can be an
ideal choice for substituting in a cementitious binder as the reactivity efficiency increases due to the presence of
lime. In this research work, the waste MDP passing through 90 microns,has used for investigating of hardened
concrete properties. Furthermore, the effect of different percentage replacement of MDP on the compressive
strength, splitting tensile strength (indirect tensile strength)&flexural strength has been observed. Inthis
experimental study, the effect of MDP in concrete on strength ispresented. Five concrete mixtures containing
0%, 5%, 10%, and 20% MDP as cement replacement by weightbasis has been prepared. Water/cement ratio
(0.43) was kept constant, in all the concretemixes. Compressive strength, split tensile strength & flexural
strength of the concrete mixtures has been obtainedat 7 and 28 days. The results of the laboratory work showed
thatreplacement of cement with MDP increase, upto 10% for compressive strength,&upto 15% for split
tensilestrength &flexural strength of concrete.
Portland cement is the most important ingredient of concrete and is a versatile and relatively high cost material. Large scale production of cement is causing environmental problems on one hand and depletion of natural resources on other hand. This threat to ecology has led to researchers to use industrial by products as supplementary cementations material in making concrete. In this study, an attempt has been made to investigate the strength parameters of concrete made with partial replacement of cement by silica fume.
Rubberized concrete project of final year B.techNagendra Sah
Concrete is most widely used building material in the world, as well as the largest user of natural resources with annual consumption of 12.6 billion.so we have selected project that was based on concrete and our project is about RUBBER CONCRETE . Materials used were cement, fine aggregate , coarse aggregate ,rubber powder , fly ash , glass fiber , super plasticizer. Hence we in this project aimed to study effectiveness of rubber as substitute of fine aggregate and Utilization of Fly ash & Glass fiber were included for economical and increasing the strength of the concrete.
KEYWORDS: Tyre rubber power ,flyash, glass fiber, compressive, split tensile and flexural strength
An Experimental Investigation on Strengths Characteristics of Concrete with t...IJERA Editor
The present work is directed towards developing a better understanding on strengths
characteristics of concrete using marble dust powder as a partial replacement of cement. T h e
Dissertation work is carried out with M30 grade concrete for which the marble powder is replaced by 0%,
5%, 10%, 15%, 20% by weight of cement. For all the mixes compressive, flexural and split tensile
strengths are determined at different days of curing. In addition to this, sand is replaced with stone dust (SD) by
10%, 20% and 30% along with cement is replaced with MP by 0%, 10% and 20% by weight for M30 grades of
concrete. Only 3 cubes were casted for various percentage replacements of sand with SD and cement with MP
for 7days and 28 days. The results of the present investigation indicate that marble dusts incorporation results
insignificant improvements in the compressive, flexural and split tensile strengths of concrete upto 10% of
replacement and also the results of the present investigation indicate that stone dusts and marble dust
incorporation results insignificant improvements in the compressive strengths of concrete upto 20% of SD
and 10% of MP of replacement.
An Experimental Study on Fresh and Hardened Properties of Self Compacting Con...SJ BASHA
M.tech project
Tittle: An Experimental Study on Fresh and Hardened Properties of Self Compacting Concrete with Marble Powder and Cement Kiln Dust As Mineral Admixture
Authors: Syed Jeelani Basha, K Sailaja
Subject: Advance Concrete Technology, Self compacting concrete , mineral and chemical admixtures.
Scope: Further studies on recycle of marble powder and cement kiln dust
College: Gudlavalleru Engineering College, Gudlavalleru, Krishna dist., Andhra Prades, India.
Partial Replacement of Cement to Concrete by Marble Dust PowderIJMTST Journal
Leaving the waste materials to the environment directly can cause environmental problem. Hence the reuse of waste material has been emphasized. Partial replacement of cement by varying percentage of marble dust Powder powder reveals that increased waste marble dust powder ratio result in increased workability and compressive strengths of the concrete Marble Dust Powder is settled by sedimentation and then dumped away, which results in environmental contamination, in addition to forming dust in summer and threatening both agriculture and public wellness.. In this research work, Marble Dust Powder has replaced the (OPC & PPC) cement accordingly in the reach of 0%, 5%, 10%, 15% 20%, & 25% by weight of M-20 grade concrete. Concrete mixtures were developed, tested and compared in terms of compressive strength to the conventional concrete. The purpose of the investigation is to analyze the behavior of concrete while replacing the Marble Dust Powder with Different proportions in concrete.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
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Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
5. Problem
Statement
The use of cement reasons air pollution so we can
regulate it by replacing some amount of cement with
marble dust.
One ton of cement production consume about 1.6 MW
energy and discharge about one tone of carbon dioxide
into the atmosphere
In Pakistan budget is the key problem. Marble powder
and kaolin clay are inexpensive. Marble powder is a
waste.
Marble stone industry generates both solid waste and
stone slurry. Leaving this waste material to the
environment directly can cause environmental problem.
6. Aims and
Objectives
To calculate the optimum replacement of
marble dust waste and kaolin clay in concrete.
To obtain cost effective and environment
friendly concrete.
To investigate the effect of aggregate grading
on particle packing of the cement based mixes
and behavior of Mortar with and without
mineral admixtures
7. Literature
Review
Researchers Study Conclusion
A. Manju Pawar et.al
(2014)
Replaced Cement withWaste Marble
Powder. Partial replacement of cement
by varying percentage of marble
powder reveals that increased waste
marble powder (WMP) ratio result in
increased strengths of the mortar and
concrete
They found out the optimum
percentage for replacement of MDP
with cement and it is almost 12.5 %
cement for both compressive & tensile
strength.
Mr. Ranjan Kumar et. al Concrete mixtures containing 0%, 5%,
10%, and 20% MDP as cement
replacement by weight basis has been
prepared.Water/cement ratio (0.43)
was kept constant, in all the concrete
mixes.
The results of the laboratory work
showed that replacement of cement
with MDP increase, up to 10% for
compressive strength, & up to 15% for
split tensile strength & flexural strength
of concrete.
Sabir B.B. et. al (2014) Partial replacement of
cement with the Metakaolin in
concrete and mortar which
cause great improvement in the pore
structure and hence
resistance of concrete to harmful
solutions.
It greatly improves the resistance to
the
transportation of water and diffusion
ions which lead to
degradation of matrix
L.G. Li, A.K.H. Kwan Packing density of concrete mix under
dry and wet conditions
First, the presence of water could
decrease the voids ratio by as much as
46%. Second, the compaction
by tamping could decrease the voids
ratio by 36% under dry condition
and 17% under wet condition,
indicating that dry packing is more
sensitive to compaction than wet
packing.Third, under wet condition,
the compaction by vibration could
decrease the voids ratio by 27%,
showing that vibration is more effective
than tamping for compaction.
8. Conclusion
Tensile
Strength
Compressive
strengthSlump test
Experimental workLiterature Review
Fine
aggregate
KC
MP
Collection of
Materials
Coarse Aggregate
Fine Aggregate
Cement
Limestone Powder
Field WorkData analysis
Testing
regime
Material
classifica
tion
Coarse
aggregate
Fresh concrete Harden Concrete
Compacting
factor test
Sieve analysis
Specific gravity
Specific gravity
Sieve analysis
Specific gravity
Sieve analysis
Specific gravity
Sieve analysis
Research Methodology
Water
Absorption
Marble Dust
Design Expert
9. MaterialUsed
Material Description
Cement OPC confirming to ASTMC-150
Sand Locally available
Coarse Aggregate Locally available from Margalla Hills
Marble powder Locally available
Kaolin clay Locally available from Swat
Mixing water Tap water
Mix propotion 1:2:4 to asses normal strength of
concrete
w/c 0.55
Curing 14 and 28 days
No. of Specimen 77
10. CementOPC
confirming
ASTMC-150
Properties of Cement
Sr.No characteristics values Standard values
1 Initial setting time 45 min Not less than 30
min
2 Final setting time 270 Not be greater
than 600 min
3 Fineness 4.5% <10%
4 Specific Gravity 3.05% 3.15
11. Sand
Sr.no Properties Values
1 Fineness Modulus 2.62
2 Specific Gravity 2.66
Reference Range
Type of sand Fineness modulus range
Fine sand 2.2-2.6
Medium sand 2.6-2.9
Coarse sand 2.9-3.2
26. Work
Schedule
Program
Task Mode Task Name Duration Start Finish Predecessors
Auto Scheduled Topic Selection 1 wk. Wed 19-09-18 Tue 25-09-18
Auto Scheduled Literature Review 2 wks. Wed 26-09-18 Tue 09-10-18 1
Auto Scheduled Proposal 2 wks. Wed 10-10-18 Tue 23-10-18 2
Auto Scheduled MaterialCollection 4 wks. Wed 24-10-18 Tue 20-11-18 3
Auto Scheduled Casting 6 wks. Wed 21-11-18 Tue 01-01-19 4
Auto Scheduled Testing 4 wks. Wed 02-01-19 Tue 29-01-19 5
Auto Scheduled ThesisWrite-up 3 wks. Wed 30-01-19 Tue 19-02-19 6
27.
28. Budget
Sr. No. Activity Approximate Cost
1 Material Procurement 25000
2 Labor 2000
3 Miscellaneous 5000
Total 32000
29. References
References
[1] E. Rozière, A. Loukili and R. Hachem (2009), Durability of concrete exposed to leaching and
external sulphate attacks, Cement and Concrete Research, 39: 1188–1198.
[2] P. Faucon, F. Adenot, J.F. Jacquinot, J.C. Petit, R. Cabrillac and M. Jorda (1998), Long-term behavior
of cement pastes used for nuclear waste disposal: review of physico-chemical mechanisms of water
degradation, Cement and Concrete Research, 28, 847-857.
[3] N. Burlion, D. Bernard and D. Chen (2006), X-ray microtomography: Application to microstructure
analysis of a cementitious material during leaching process, Cement and Concrete Research, 36, 346–
357.
[4] D. Planel, J. Sercombe, P.L. Bescop, F. Adenot and J.M. Torrenti (2006), Long-term performance
of cement paste during combined calcium leaching- sulfate attack: kinetics and size effect, Cement
and Concrete Research, 36, 137–143.
[5] F. Adenot and M. Buil (1992), Modelling of the corrosion of the cement paste by deionized water,
Cement and Concrete Research, 22, 489–496.
[6] J. Jain and N. Neithalath (2009), Analysis of calcium leaching behavior of plain and modified
cement pastes in pure water, Cement and Concrete Composites, 31, 176-185.
[7] Manju Pawar et.al (2014) Feasibility and need of use of waste marble powder in concrete
production. ISSN No. 2349-943435.PP 1-6.
[8] V.M. Sounthararajan and A. Sivakumar (2013) Effect of the lime content in marble powder for
producing high strength concrete. ISSN 1819-6608.PP 260-264.
[9] CorinaldesiV, Moriconi G, NaikTR, (2010), ―Characterization of marble powder for its use in
mortar and concrete‖, Const. Build. Mat.,24, pp 113-117.
[10]Vaidevi C (2013) Study on marble dust as partial replacement of cement in concrete. ISSN 2319 –
7757.PP14-16.
